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3 <br />M <br />00 <br />N <br />to <br />J <br />N <br />0 <br />N <br />m <br />N <br />Iu <br />Zi <br />�Q <br />to <br />I <br />N <br />tf <br />0 <br />C <br />4 <br />i <br />E <br />0 <br />0 <br />0 <br />.9 <br />0 <br />a <br />c� <br />N <br />N <br />CO M <br />0 <br />0 <br />a <br />N <br />N <br />S <br />W <br />}m <br />tR <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />W/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />(TYP.) VARIES <br />INSU <br />5/8" OR 1/2" HIGH—� <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />V 2x BLOCKING HORIZONTALLY@ <br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING <br />@16" O.C. W/ (2) 10'4" (R302.11) <br />16d TOENAILS T & B <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 I r I �-1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE.Zt <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •1=i <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3- <br />*8 6 x 6 W1.4 x W1.4 <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />MOISTURE BARRIER n ° <br />SHINGLE ROOF, SHINGLES TO e <br />BE IN ACCORDANCE w/ ASTM - I <br />D7158-CLASS G or H, or ASTM T <br />D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE <br />— <br />R905.2.6.1, FLORIDA BUILDING I. I <br />CODE 7TH EDITION (2020) <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT <br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL <br />SOFFIT SHEET SS <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />-8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.-/ <br />1/2" GYPSUM WALLBOARD <br />WL <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />cn <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W! 6X6 <br />t1 <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />c= <br />_ <br />° <br />1 <br />0 Z <br />M <br />0 <br />6 MIL VAPOR <br />BARRIER <br />I <br />D <br />• <br />COMP. SOIL. <br />e <br />'- <br />(COMPACTED TO 95% <br />— <br />MODIFIED PROCTOR <br />— <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />1'-4" (1 STORY) <br />STD. 90 HOOK SEE <br />4" <br />1'-8" (2 STORY) <br />DETAIL) <br />) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14' <br />PAVERSO.H.D. RECESS z <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOW ) <br />GARAGE DOOR SLAB RECESS J,1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />GG <br />S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARA( <br />I <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=1'-0" <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1 "x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR N <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />W/ (10)10d NAILS `� <br />2x P.T. PLATE <br />TYP. <br />ASSUMED FINISHED <br />'4_ <br />GRADE <br />MONO OR STEMWALL <br />z <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />oo <br />z_ <br />NOTE: <br />"FOR BEARING WALL <br />C4 <br />W/ UPLIFT ONLY <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />D <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />4" <br />e ° e <br />� a <br />SCALE:3/4"=1'-0" S3 <br />GRADE <br />114 <br />#51REBAR w! OPT. <br />'REEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />EXPANSION JOINT <br />N <br />M <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />3" MIN. CLEARANCE <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T,S. S3 <br />ADDITIONAL INFORMATION. <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. <br />—�r <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D, FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />3!8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ <br />SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ <br />2"°x3/16" PLATE WASHER (TYP.) <br />CI C\/ �� ��� (ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2" <br />-3 1/2" MIN. <br />Ir <br />e' <br />;0 o e <br />e • � <br />�r <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH — <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(U.N.O.) (OR V GYP. TYPE "X" @ <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />CONNECTIONS. <br />S.P.F. DOUBLE <br />TOP PLATE <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />NOT EXCEEDING 10'-0" (R302.11) <br />2"°016" PLATE WASHER (TYP.) - <br />(ALT: 1/2"xl2" TITEN HD @ 24" <br />INSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />"SIMILAR AT FOUNDATION ONLY" <br />SIMPSON SP1 w/ (10)10d NAILS <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />2x P.T. BOTTOM PLATE <br />REINFORCEMENT AND WILL NOT <br />6 x 6 W1.4 x W1.4 <br />INCLUDE THE WALL <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />(,-31/2"MIN. <br />r <br />non 1:► 311i�11 <br />.lL'-mil �IIr11`�11�11�111�`111�"J���I� <br />=�I,�--'.l�_a <br />��� <br />• <br />1 <br />QGS• <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�111p6 s <br />INSULATION PER FBC AND ENERGY,GONo�N <br />FORM SUBMITTED WITH PERMIT <br />2x BLOCKING HORIZONTALLY@ APPLICATION <br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK <br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />1/2"(min.)44V <br />6 x 6 Wl A x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP (24" MIN. LAP] <br />#5 REINFORCING <br />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR —_ <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />N - n > . > <br />z <br />GRADE 40 MIN. Fp 40ksi <br />#3 & #4 LAP SPLICE <br />f A <br />co p. <br />FINISH GRADE °O <br />[GRADE 60 MIN. Fy= 00ksi] <br />25"MIN. LAP [30" MIN. LAP] <br />R <br />°P <br />6 MIL VAPOR BARRIER > s <br />° <br />R 1 7/8" —� <br />#5 REINFORCING BAR <br />- <br />— T <br />#5 LAP SPLICE <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" �CONT. BEAD SEALAN <br />a INTERIOR <br />a. a. -31 " <br />CONCRETE NAILS W 1 1/2 <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />.m e <br />C9 EE- <br />- — <br />M 6 MIL VAPOR __— <br />BARRIER <br />4�14"1 <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=l'-0" <br />,/r <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />—2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />—2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />INSULATION PER CHART ON FLOOR PLAN <br />—SIMPSON SP1 w/ (10)10d NAILS <br />�2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />I WWF OR FIBERMESH <br />NMIP _ <br />of 111111 <br />SCALE: 3/4"=V-0" <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />W <br />IL <br />U <br />e. <br />LU <br />36" MIN. LAP [36" MIN. LAP] <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />E REBAR DETAILS F <br />S3 SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. "" <br />FOR TRUSS <br />SEE PLAN FOR CONNECTION INFO <br />"& LAYOUT DESIGN <br />TOP OF BEAM <br />SEE ROOF PLAN <br />(2) HTS20 FOR STRUCTURAL :- <br />BEAM SIZE & <br />CONNECTION INFO <br />2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />E !6, <br />6x6W1.4xW1.4 ' <br />WWF OR FIBERMESH K, <br />e <br />K <br />S3 <br />I <br />I <br />I <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />z <br />ATTACHED PER NAILING <br />w <br />SCHEDULE <br />E <br />j <br />w <br />SEE PLAN FOR STRUCTURAL <br />g <br />w <br />COLUMN SIZE AND BASE <br />o <br />CONNECTION INFO. <br />SECURE 2 4 P T BTM PLATE <br />SEE DETAIL 16/D1 FOR <br />x <br />w/ 1/4"x3" TAPCONS <br />COLUMN TO PORCH SILL <br />"'li <br />AT 8" O.C. <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />ATTACHMENTS <br />z <br />SQUARE CMU BLOCK BASE, <br />w <br />SIZE VARIES PER PLAN <br />a <br />; <br />w/ MIN. (2) #5 VERTICALS <br />> <br />w <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />0 <br />w <br />fn <br />BRICK PAVERS or B PER <br />r" <br />/ COMMUNITY SPECS <br />0-0 FIN. FLR.jk <br />•. i SEE F UNOATION <br />. CONC. PAD INFO. <br />:... . <br />TAPERED COLUMN FRAMING CD12 <br />SCALE: 3/4" - 1'-0" <br />(2) #5 CONT._'=I I <br />ON 3" CHAIRS 8" 1'41 <br />(TYP.) <br />1/2 (min')- 4" <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0- (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA, EXPANSION BOLT @24 " <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6WlAxW1.4 N _ <br />WWF OR FIBERMESH r, E <br />° <br />o — - Q <br />8" <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT G <br />SCALE: 3/4"=1'-0" S3 <br />VARIES <br />1 1/2" RECESS FOR I WWF OR FIBERMESH <br />S.G.D.(U.N.O.) I <br />SEE A/S3/J/S6 g" <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. /�` <br />SLAB STEP & RECESS aC� S.G.D. M <br />SCALE:3/4"=1'-0" S3 <br />MASONRY WALL AND — <br />PAD FOOTING <br />8" MASONRY WALL EXTEND FILL CELLS <br />TO FOUNDATION PAD d. <br />CONT. FOOTING STEEL MAT REINFORCING. ' <br />M <br />GRADE <br />w <br />z= • w <br />I- <br />'a.Ww z <br />Sow= _Z <br />��� <br />FOOTING <br />BEYOND <br />PAD REINFORCEMENT—/3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />N <br />O <br />N <br />ao <br />o <br />O <br />CL. <br />0 <br />o <br />,¢ <br />> 4 J <br />o _ <br />^' <br />C__. <br />TC <br />U � U -2 <br />4 <br />a. <br />0 <br />fV <br />6 <br />0 <br />i <br />N` <br />`, <br />I % F <br />,,h, <br />._ <br />�S!•., f <br />' <br />1, t�., <br />��. ..' .� 1.t1 <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings Comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />FW <br />Q <br />EE �p 8 <br />Q N$ ry W a <br />V <br />., do TI�i <br />O <br />on <br />Cn � el LU <br />-64 <br />1•N) Q d a <br />m U. li ei <br />z <br />LL Z <br />9 <br />- -6 o 0S <br />W <br />LZ <br />w <br />2 N z Ov = <br />°� <br />0 <br />N U rq F <br />o U ❑❑❑ <br />W <br />z � <br />z <br />� <br />Q <br />n- <br />Co <br />O <br />w s <br />/LnLn <br />C <br />w <br />a <br />1001> <br />LC 41 <br />a Y <br />o <br />w <br />w <br />z <br />E <br />E <br />Wz <br />U <br />Wz <br />`ate <br />zo <br />❑a <br />F-- t'O <br />a <br />s <br />-0 <br />wo <br />u <br />oz <br />z <br />~ <br />= <br />WZ <br />-,' <br />to <br />Cn c <br />c <br />0� <br />m <br />oLL <br />z <br />�o <br /><b <br />} z <br />no <br />LL <br />5� <br />W <br />C> <br />�w <br />M <br />v <br />oQ <br />o3 <br />0 <br />�O <br />= <br />L.L j <br />L0 <br />yr <br />CD <br />T_ <br />(0 <br />Y <br />Cr <br />U) <br />N <br />m <br />16- <br />Lid <br />T <br />< <br />� <br />O <br />I <br />o <br />ch <br />00 <br />LO <br />00 <br />N <br />Q <br />oN0 N <br />M ^ <br />T <br />c <br />co <br />M M <br />E <br />1p <br />T <br />N <br />Z <br />E E O <br />(I <br />o <br />U <br />Q p <br />JOB <br />NO : <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />